UB 457x152x52

United Kingdom

Dimensions

450 mm

depth

152 mm

flange width

t_f

10.9 mm

flange thickness

t_w

7.6 mm

web thickness

r₁

10.2 mm

fillet radius

Secondary Dimensions

408 mm

depth between fillets

P_B

1,480 mm

perimeter

Properties

52.3 kg/m

weight

6,660 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

76.2 mm

shear center distance to edge

x-x Axis

I_x

214ᴇ6 mm⁴

moment of inertia

S_x

950,000 mm³

elastic section modulus

Z_x

1.1ᴇ6 mm³

plastic section modulus

r_x

179 mm

radius of gyration

c_y

225 mm

distance from edge to centroidal axis

y_p

225 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

6.45ᴇ6 mm⁴

moment of inertia

S_y

84,600 mm³

elastic section modulus

Z_y

133,000 mm³

plastic section modulus

r_y

31.1 mm

radius of gyration

c_x

76.2 mm

distance from edge to centroidal axis

x_p

76.2 mm

horizontal distance from edge to plastic neutral axis

Torsion

214,000 mm⁴

torsional constant

C_w

311ᴇ9 mm⁶

warping constant

W_no

16,700 mm²

normalized warping function

S_w1

6.94ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

163 kN-m

available flexural strength

V_n

Ω_v

339 kN

available shear strength

W_max

429 kN

maximum uniform load

Open in beam calculator →

P_max

215 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

19.8 kN-m

available flexural strength

V_n

Ω_v

296 kN

available shear strength

W_max

51.9 kN

maximum uniform load

Open in beam calculator →

P_max

25.9 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

990 kN

available tensile strength

P_n

Ω_c

597 kN

available compressive strength

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